Paper Title:
Research on Glass Fiber Bars of the Shear Property after High Temperature
  Abstract

Through 14 group 42 individual specimens of glass fiber bars which diameter is ф10 and ф12 at 20°C, 100°C, 150°C, 200°C, 250°C, 300°C, 350°C, after high temperature, shear test is done , the changing nature and influent factor are analyzed. It indicates from the test results: the surface colour of glass fiber bars is deepening with temperature increasing, becourse combine、decomposition are aggravating with temperature increasing; shear strength is increasing with the diameter getting large; more than certain temperature the glass fiber bars of shear strength is suden drawdown.

  Info
Periodical
Advanced Materials Research (Volumes 311-313)
Chapter
Composites
Edited by
Zhongning Guo
Pages
181-184
DOI
10.4028/www.scientific.net/AMR.311-313.181
Citation
Y. N. Fu, J. Zhao, L. F. Cheng, H. T. Mao, "Research on Glass Fiber Bars of the Shear Property after High Temperature", Advanced Materials Research, Vols. 311-313, pp. 181-184, 2011
Online since
August 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Hao Sheng Gu, Da Yu Zhu
Abstract:This paper attempts to reveal the flexural behaviors of concrete slab reinforced with GFRP bars. Through flexural test, the deformation...
567
Authors: Hai Xia Zhang, Guo Rui Liu, Peng Peng Cao
Abstract:This paper focuses on the characterization of flexural behavior of RC beams strengthened with Near-Surface Mounted (NSM) GFRP bars. Based on...
5496
Authors: Ning Zhang, Ai Zhong Lu, Yun Qian Xu, Pan Cui
Chapter 1: Structural Engineering
Abstract:Direct pull-out tests were performed to evaluate the bond performance of glass fiber-reinforced polymer (GFRP) reinforcing bars in cement...
543
Authors: Shi Yong Jiang, Yong Ye, Wei Fei
Chapter 2: Advanced Building Materials
Abstract:Through the pull-out test methods, the concrete strength、reinforcement diameter Basalt Fiber Reinforced Plastics Bars、the anchorage length、...
993
Authors: Bai Ru Zhu, Yang Song
Chapter 13: Traditional Construction Materials
Abstract:Many tests were carried out to study flexural failure characteristics, ultimate bearing capacity, and stiffness etc of reinforced concrete...
3827